Construction of Various Minor bridge & Box Culverts of Chikhali, Gandevi and Navsari Taluka in District Navsari. Package No. 01 / 2025-26 (Total 13 Roads)

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 11.00 Sq.m. 156.53

painting as per specifications and as may be directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 52.00 Each 229.91

3 Providing and laying filter media 600mm as directed at the back of 2659.54 Smt 1279.96

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in layers as 579.60 Cum 552.22

5 Excavation in hard murrum and boulders and very stiff or sticky clays and 655.00 Cum 613.09

other similar strata including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

6 Excavation in large boulders and soft rock by welding including sorting 1106.00 Cum 719.06

strutting and dewatering as necessary and disposing off the excavated

stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 179.00 Cum 1681.08

dewatering preparing foundation base by proper benching and stepping

and disposing of the excavated stuff as directed. (B) Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete M-15 mix 1245.89 Cum 3674.35

and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island as may 20.00 No. 40400.00

be necessary for foundation and maintaining the same for the for the

period as may be necessary. (B) Diversion by channel (V) Pier Nos.

10 Providing and fixing steel dowel bar of Fe- 550D grade 32mm dia. for 461.00 Rmt. 545.10

anchoring by drilling holes in foundation strata including, necessary

bending hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed.

11 Providing and casting in situ controlled mix concrete M-30 for R.C.C. 636.00 Cum 4792.09

footing for pier including necessary shuttering, laying, vibrating, ramming

and curing complete.

12 Providing and filling trenches of excavation in rocky strata with NMC M-15. 549.00 Cum 3607.16

13 Providing and placing in position reinforcement grade I.S.I. mark Fe-550D 52.27 M.T. 73858.70

for Footing & RCC raft for Return wall including curing bending hooking

and tying compete as per detailed drawing.

14 Providing and laying weep holes in abutment and returns by using A.C. 884.00 No. 87.08

pipes of 100 mm. including laying in proper grade and jointing etc.

completed as per detailed specifications.

15 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 298.98 Cum 5397.07

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (A) Height from 0.0 to 5.0 M.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

16 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 4.292 Cum 5717.92

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (B) Height from 5.0 to 10.0 M.

17 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 40.00 Each 455.63

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

18 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 40.00 Each 533.60

abutment caps for anchorage in free end as per detailed drawings

including cutting, bending and welding complete.

19 Providing and casting in situ controlled cement concrete M-30 mix for 136.00 Cum 5478.05

R.C.C. work in pier cap, abutment cap and dirt wall including controlled

cement concrete M-35 bed rock or predestas of required drawings,

centering, shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

20 Providing and fixing in position High strength deformed bar reinforcement 56.94 M.T. 73858.70

of steel grade Fe-550D including cutting, bending, hooking, tying, welding

etc, complete as per detailed drawing and specification (A) Abutment cap

and dirt wall (B) Pier cap & R.C.C. pier (C) Seismic Arrester & Pedestal.

21 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 626.00 Cum 5532.49

solid slab including centering, scaffolding, curing and finishing complete.

22 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D bar 37.70 M.T. 73243.02

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawing for (A) Solid Slab

23 Providing and casting in situ controlled cement concrete M-40 for average 223.51 Cum 5631.60

100mm thick wearing coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen etc. complete.

24 Providing parapet of ordinary cement concrete M-300 as per detailed 75.00 Rmt. 1449.34

drawings with necessary reinforcement including shuttering, laying

vibrating and finishing to line and level complete. (ii) Cast in situ.

25 Providing parapet of controlled cement concrete M-25 as per detailed 212.00 Rmt. 1646.71

drawings with necessary reinforcement including shuttering, laying

vibrating and finishing to line and level complete. (ii) Cast in situ.

26 Providing and casting in situ controlled cement concrete M-30 for Kerb / 28.88 Cum 5049.51

kerb blocks including formwork, curing and finishing complete.

27 Providing P.V.C. 100mm dia. water spouts including necessary iron 40.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

28 Providing and fixing marble slab including engraving letters, numbers and 4.00 No. 1012.65

painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

29 Providing and casting in situ controlled cement concrete M-30 for 52.30 Cum 5330.83

approach slab including form work, curing and finishing etc. complete.

30 Providing and fixing in position steel bar reinforcement of steel grade 13.30 M.T. 73243.02

I.S.I. mark T.M.T. Fe-550D including cutting, bending, hooking, tying,

welding etc. complete as per detailed drawing and specification (A)

R.C.C. Approach slab (B) Wearing coat (C) Kerb

31 Providing Pre-moulded asphalt filler joints as drawing (A) 12 mm 72.00 Sq.m. 703.53

32 Providing, designing supplying and Installation of extruded Bi-Axial 4388.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

33 Providing & fixing in position tar paper bearings as per detailed design 4.00 Job 15150.00

and drawings and specifications etc. complete.

34 Providing fusion bonded epoxy coating not less than 175 micron 81.92 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-13620-

1993/ATM-775M including testing of coating at plant and all taxes (A)

10mm to 16mm dia. bar.

35 Providing fusion bonded epoxy coating not less than 175 micron 104.43 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-13620-

1993/ATM-775M including testing of coating at plant and all taxes (B)

20mm to 32mm dia. bar.

36 Clearing and grubbing of road land including up rooting rank vegetation 2.18 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) by

mechanical means in area of light jungle.

37 Earthwork in cutting in all sorts of soil and soft murrum including 90.00 Cum 130.94

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil bank.

38 Providing, laying and spreading Granular sub base (Grade-I) by providing 406.00 Cum 927.18

close graded B.T.M.C. material in single layer with motor grader on

prepared surface, mixing by mix in place method with rotovator at OMC

and compacted with vibratory roller 80 to 110 KN static weight to achieve

desire density etc. completed.

39 Providing and laying compacted WBM of Grading-I MCBT metal of size 88.00 Cum 1233.21

63 mm to 45 mm in required layers including using 16% stone screening

13.2 mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH Specification

complete as directed by Engineer - in - charge.

40 Providing and laying compacted WBM of Grading-II MCBT metal of size 172.00 Cum 1325.12

53 to 22.4 mm in required layers including using 24% stone screening

11.2 mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH Specification

complete as directed by Engineer-in-charge.

41 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 130.00 Rmt. 4710.56

pipes with collars including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

42 Providing and laying evenly priming coat with emulsion bitumen SS1 11566.70 Sq.m. 58.87

(IS:8887) at rate of 7.5 Kg / 10 Sq.M. etc. complete as directed with all

labour and material.

43 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate of 1673.00 Sq.m. 12.70

2.50 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as

directed with all labour and materials.

44 Providing and applying tack coat with emulsion RS1 grade at the rate of 853.50 Sq.m. 17.07

3.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the surface

heating and applying etc. complete.

45 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade 346.17 M.T. 2004.60

of VG-30 at the rate of 1.99% by weight of mix for mixing using B.T. chips

of required gradation including cleaning and heating asphalt premix

materials by hot mix process in proper gradation and laying with paver

finisher and consolidation by roller of 8 to 10 tonnes including cost of all

materials, asphalt, aggregates, labour charges, royalty charges etc.

completed as directed including flushing key aggregate @0.13 Cum/10

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

46 Providing laying and rolling 25 mm thick open graded premixed 40.00 M.T. 2542.17

bituminous carpet with B.T. agreegate as specified and using bitumen for

mixing with agreegate at the rate of 3.36% i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same

with paver finisher and consolidation with power roller including necessary

firewood, oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tool etc. completed in accordance with the

requirement of specification.

47 Providing and laying seal coat with B.T. aggregate as specified using 38.00 M.T. 2934.02

aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.5% i.e. 45.00 Kg/M.T of total mix

including heating and mixing in drum mix plant and spreading the same

by paver finisher and consolidation with power roller including necessary

fire wood oil, lubricants, labour charges using contractor's own drum mix

plant, machineries and equipment, tools including flushing & screened

stone dust etc. complete in accordance with the requirement of

specification.

48 Providing & laying 50 mm compacted thick Bituminous Macadam with 869.45 M.T. 2520.91

B.T. aggregate as per MORT & H specification & Bitumen grade VG-30

for mixing @ 34 Kg. / M.T. i.e. 3.4% of total weight of mix including

heating & mixing the aggregate & asphalt in continuous batching mix

plant and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc. complete.

49 Providing and laying 25 mm thick Semi Dense Bituminous Carpet with 239.36 M.T. 3056.52

B.T. aggregate as per M.O.R.T.&H. gradation and specification with on

B.T. surface of grade (VG-30) for mixing @ 50.00 Kg/M.T. i.e. 5.0% by

weight of total mix including heating & mixing the aggregate and asphalt

by continuous batching of drum mix plant and spreading the same by

paver finisher and consolidation with power roller, including providing all

materials equipments, tools and plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's own machineries drum mix plant

and paver finisher etc. complete.

50 Providing & laying 20 mm thick mix seal surface using B.T. stone chips as 41.00 M.T. 3323.91

per MORT&H gradation Type-A and specification with bitumen grade VG-

30 for mixing at the rate of 51.00 kg/M.T. of total weight of mix (i.e. 5.10%

of total wt. of mix) and mixing aggregate and asphalt by drum mix plant

and spreading the same by paver finisher including rolling and

consolidation with static roller and providing tools and plant fire wood, oil,

kerosene, labour charges using contractor own machineries etc.

51 Earth work for embankment having CBR not less than 5% including 15294.49 Cum 171.92

breaking clods, dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required dry density

including filling the depression which occur during the process using

power roller 8 T to 10 T. (C) from borrow area within all lead and lift.

52 Providing and laying compacted of specified quarry spaull in side 101.00 Cum 619.13

shoulder including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

53 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out 28.00 No. 3540.12

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

cms dia. Circle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint reflectorised with Micro

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-

and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg including

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

54 Cautionary Warning Sign :- Providing and fixing sign boards made out of 30.00 No. 3906.19

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x

90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching, coated with one coat of

epoxy primer and two coats of best quality epoxy paint reflectorised with

Micro Prismatic grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg including

excavation, curing etc. complete under the supervision of engineer in

charge. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

55 Facility Informatory Sign :- Providing and fixing sign boards made out of 10.00 No. 3970.44

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 80 x

60 cms.rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint; reflectorised with High Intensity

Prismatic grade retro reflective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6mtr long stand post of iron angle

75 x 75 x 6mm / 65NB Circular MS pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with best quality

epoxy coatings in black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg

including excavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 7 years for the retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

56 Facility Informatory Sign :- Providing and fixing sign boards made out of 2.00 No. 5906.48

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 80 x

60 cms.rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint; reflectorised with High Intensity

Prismatic grade retro reflective sheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6mtr long stand post of iron angle

75 x 75 x 6mm / 65NB Circular MS pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with best quality

epoxy coatings in black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg

including excavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 10 years for the retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting.

57 Hazard Marker Sign :- Providing and fixing sign boards made out of 28.00 No. 3518.69

1.5mm aluminium sheet / 3mm ACP (Aluminum composite panel) size

x 30 cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint reflectorised with Micro

Prismatic grade retro reflective sheeting of Type-4 as per ASTM D-

and latest M.O.S.T. Specifications; 1.8mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg including

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

58 Diversion Ahead Sign :- Providing and fixing sign boards made out of 12.00 No. 9867.07

2mm aluminium sheet / 4mm ACP (Alluminium composite panel) size

x 60cms. rectangle as per the design of IRC-67-2012 pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint; reflectorised with Micro Grade

retro reflective sheeting of Type-4 as per ASTM D-4956 and latest MOST

specification; 3.1mtr. long stand post (2-Nos.) of Iron Angle 50 x 50 x

5mm / 50 NB circular MS pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 5mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg including

excavation, curing etc. complete under the supervision of engineer in

charge. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 years outdoor exposure test

from third party test lab for the product offered shall be submitted

by contractor (B) Class-B Type-4 Retro Reflective sheeting.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

59 Chevron Board :- Providing and fixing sign boards made out of 2mm 61.00 No. 3711.75

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x

cm rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching, coated with one coat of epoxy primer

and two coats of best quality epoxy paint, reflectorised with high intensity

prismatic grade retro reflective sheeting of Type-4 as per ASTM D

and latest M.O.S.T. Specifications; 3.3mt. long stand post of iron angle

75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm painted with best quality

epoxy coatings in black and white bends. The details of symbol or

inscription / numerals for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

x 45 x 60cms for each leg including excavation curing etc. complete

under the supervision of engineer in charge. A warranty for 7 years for the

retro reflective sheeting from original manufacture & a certified copy of

year outdoor exposure test result fro third party

test lab for the product offered shall be submitted by contractor

(A) Class-B Type 4 Retro reflective sheeting

60 Around the Island / Road Direction Sign (Big) :- Providing and fixing sign 2.00 No. 9585.24

boards made out of 2mm aluminium sheet / 4mmACP (Aluminum

composite panel) size 180 x 60 cms. as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint, reflectorised with

High Intensity Prismatic Grade retro reflective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T. Specifications; 3.3 mtr. long stand

post of iron angle 75 x 75 x 6mm / 65NB Circular MS pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer incharge. The fixing at site shall be in 1:2:4 CC block of size

x45 x 60 cms. for each leg including excavation, curingetc.complete

under the supervision of engineer in charge. A warranty for 7 years for the

retro reflective sheeting from original manufacturer & a certified copy of

years outdoor exposure test report

from third party test lab for the product offered shall be submitted

by contractor. (B) Class-B Type-4 retro reflective sheeting

61 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 9148.16

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

120cm x 90cm as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint, reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6 mtr long stand post (2 nos.) of iron

angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with

best quality epoxy coatings in black and white bends. The details of

symbol or inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60 cms. for each leg including excavation, curing

etc. complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor.

(B) Class-B Type-4 retro reflective sheeting

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

62 Danger Plate sign :- Providing & fixing sign board made out of 2.0 mm 2.00 No. 590.98

aluminium sheet / 4 mm ACP (aluminum Composite Panel) size 30cms

diameter circle, pretreated with phospheting process and acid etching,

painted with one coat of epoxy primer and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted

by contractor. (A) Class-B Type-4 Retro Reflective sheeting

63 Regulatory / Mandatory signs : Providing and fixing sign boards made out 29.00 No. 3439.81

of 2mm aluminium sheet size 60cms. diameter circle as per the design of

IRC-67-1977 pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with

best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge. (A) Engineer Grade (VR).

64 Cautionary Warning Sign :- Providing and fixing sign boards made out of 39.00 No. 3808.66

2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required,

painted with best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

x 45 x 60 cms. for each leg including excavation, curing etc. complete

under the supervision of engineer in charge. (A) Engineer Grade (VR)

65 Facility Informatory Sign :- Providing and fixing sign boards made out of 8.00 No. 3856.90

2mm aluminium sheet; size 80 x 60cms rectangle as per the design of

IRC-67-1977 pre treated with phospheting process & acid teching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with

best quality epoxy coatings in black and white bends.the details of symbol

for each board shall details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60cms. for each leg including excavation curing

etc. complete under the supervision of engineer in charge. (A) Engineer

Grade (VR)

66 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 30.00 No. 2423.74

aluminium sheet size 90 x 30 cms. rectangle as per the design / drawing

attached (IRC) pretreated with phospheting & acid etching, coated with

one coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specification, 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings. The fixing at site shall be in 1:2:4 C.C. block of

size 45 x 45 x 60cms for each leg including excavation curing etc.

complete under the supervision of Engineer in charge. (A) Engineer grade

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

67 Diversion sign board :- Providing & fixing sign boards made out of 2mm 12.00 No. 6798.92

aluminium sheet size 180 x 60 cms. rectangle as per the attached

drawing pre treated with phospheting process & acid etching coated with

one coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications; Letters and numerals should be as per IRC-30-1968, 3.1m

long (2 nos) stand post and frame fabricated from iron angle of 35 x 35 x

3mm, 50 x 50 x 5mm painted with best quality epoxy coatings in black

and white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x

45 x 60cms for each leg, including excavation curing etc. complete under

the supervision of engineer in charge. (A) Engineer Grade (VR).

68 Around the Island/road direction sign board (Big) :- Providing & fixing sign 2.00 No. 6798.92

boards made out of 2mm aluminium sheet, size 180 x 60 cms rectangle

as per the attached drawing pre treated with phospheting process & acid

etching coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. 3.1m long (2 nos) stand post and frame fabricated from iron

angle of 50 x 50 x 5mm, painted with best quality epoxy coating the fixing

at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

69 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 6141.20

2mm aluminium sheet size 120 x 90cms. rectangle as per the attached

drawing pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications, Letters and numerals should be as per IRC-30-1968, 3.1m

long (2 nos) stand post and frame fabricated from suitable size iron angle

of 50 x 50 x 5mm painted with best quality epoxy coatings in black and

white bends. The details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

70 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 2.00 No. 516.22

aluminium sheet size 30cms diameter circle, pretreated with phospheting

process and acid etching, painted with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.S.T. specifications (as per attached drawing)

(A) Engineer Grade (VR).

71 Providing and fixing guard stone as per I.R.C. type design including white 1015.00 Each 350.81

washing etc. complete fixing in C.C. 1:5:10.

72 Road marking with hot applied thermoplastic paints with reflectorising 352.19 Sq.m. 367.72

glass beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass beads

@ 250gms per sqm area, thickness of 2.5mm is excluding of surface

applied glass beads as per IRC:35- 2015. The finished surface to be

level, uniform and free from streaks and holes. zebra patta / bump patta

lane / center line / edge line/cut patta. The white colour marking should

provide luminance coefficient on cement road shall be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

73 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers 367.00 No. 217.40

made of polycarbonate and ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall

be 35 +/- 5 degree. The body of the marker should having finger grip for

easy and accurate placement and application with epoxy / bituminous

adhesive as recommended by the manufacturer of the marker. The colour

of the marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

74 Flexible Median Marker : Providing and fixing of Flexible Median Marker 67.00 No. 271.69

that are made of tough, high impact resistant, injection-moulded,

thermoplastic body with property of flexibility to provide high durability.

The dimension of Flexible Median Marker should not exceed 18.4 cm in

height (including shank height),12.5 cm in width, 0.65 cm in thickness and

shank depth shall be 3.4 cm. The body structure shall be rounded at all

its corners and edges. The plastic used for molding the Flexible Median

Marker should survive impact load of 5kg continuously for 750 times at

room temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The Median

Marker shall have flame like shaped body with, fluorescent yellow color

retro-reflective sheeting of size not less than 90 cm square, with fully

reflective micro prismatic cube corners as its retro reflective elements as

per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity

values. The retro-reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.

75 Citizen's information Board :- Providing and fixing of typical information 12.00 No. 23754.19

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

750 mm size fixed at top and bottom duly welded with MS angles of 25 x

25 x 5 mm thick M.S. plate shall be welded by welded bt two vertical M.S.

flats & four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in cement concrete M-15 grade

block of 600 mm x 600 mm x 75 mm, below ground level. Painting New

letters & figure of any shade with ready mixed synthetic enamel paint of

superior quality in required shade and colour, All sections of framed posts

and steel tube will be painted with primer and two coats of epoxy paints

as per drawings clause 1701 and Annexure 17001 (10.16)

76 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 13.00 No. 4457.21

diamond size (600mm x 600mm) 16 gauge & board plate size (900mm x

250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length single angle

75 x 75 x 6 mm size including fitting and painting lettering with luminous

color as per drawing etc. complete.

77 Providing and erecting a 'W' metal double beam crash barrier comprising 148.00 Rmt. 5410.19

of 3 mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x

5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot dip process, all

fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

78 Dismentaling the existing structure including removing and stacking the 809.65 Cum 932.65

dismentelled materials as and where directed. (A) R.C.C. work.

79 Dismentaling the existing structure including removing and stacking the 46.20 Cum 410.89

dismentelled materials as and where directed. (B) Rubble masonry

80 Demolition of brick work and stone masonry including stacking of 78.70 Cum 563.95

serviceable materials and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

81 Excavation for foundation upto 1.5 m depth including sorting out and 399.00 Cum 254.36

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (B) Dense or Hard soil.

82 Providing and filling in foundation with ordinary cement concrete M-100 58.00 Cum 3423.07

mix and providing necessary vertical pin headers including formwork

vibrating ramming & curing complete.

83 Providing and casting in situ ordinary cement concrete M-150 mix and 512.30 Cum 3904.74

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing concrete without v-grooves (A) 0 to 5.0 mt.

84 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 1.64 M.T. 73858.70

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. Returns

85 Supplying & laying mechanically woven double twisted hexagonal 210.00 Cum 2651.52

Zn+PVC coated box G.I wire mash gabion size 1.0 x 1.0 x 1.0mt. filed

with 15 to 40 kg trap rubble stone (approximate up 1.65 tone) with mesh

size 10 x 12 cm including packing, interlocking of stone sand fushing the

top of gabion sand tying to each other & laying to required line, level

slope with all lead sand lifts as directed etc. complete.

86 Providing and laying Nonwoven Geo Fabric Filter over the excavated 221.00 Sq.m. 87.27

surface as perspecification including stiching with overlap to design

profile as per directed in tidal range etc. complete.

87 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 6030.49 Cum 513.62

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed. (A) Depth upto 3.0 M.

88 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 1221.37 Cum 5397.44

box, approach slab & retaining wing wall as per drawings including

centering, shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. Height from 0 to 5 mt.

89 Providing and laying rubble for apron (each stone weighing not less than 937.67 Cum 1067.08

40 Kg.) including hand packing and filling in the interstices with quarry

90 Providing & laying weep hole in abutments and returns by using P.V.C. 1052.00 Each 87.07

pipe of 100mm including laying in proper grade and jointing the completed

as per detailed specification.

91 Providing and fixing in position I.S.I. mark Fe-550D T.M.T. bar 141.18 M.T. 73858.69

reinforcement including cutting, bending, hooking, tying and welding

complete and including forming the cage and lowering it in position.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

92 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 343.40 Rmt. 6782.00

cement concrete crash barrier at the edges of the road, approaches to

bridge structures and medians, constructed with M-40 grade concrete

with Fe-550D TMT reinforcement with FBEC conforming to IRC:21 and

dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-

moulded asphalt filler board, keyed to the structure on which it is built and

installed as per design given in the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the

approved drawing and at locations directed by the Engineer, all as

specified).

93 Providing G.I. 100 mm. diameter water spouts including necessary iron 72.00 Each 536.03

gratings as per drawings.

94 Providing and laying Pitching on slopes laid over prepared filter media 250.20 Cum 1051.41

including boulder apron laid dry in front of toe of embankment complete

as per drawing and Technical specifications.

95 Providing and laying Filter material underneath pitching in slopes 124.75 Cum 877.69

complete as per drawing and Technical specification.

96 Providing and filling Granular material of C=0Kg/Sq. ∅ > 30 of layer of 1121.50 Cum 568.64

300mm thickness in layers including ramming and watering complete.

97 Providing and filling Granular material of C=0Kg/Sq. ∅ > 30 of layer of 15.20 Cum 7296.24

900mm thickness in layers including ramming and watering complete.

98 Supplying and fixing reinforced concrete heavy duty non- pressure pipes 57.50 Rmt. 6621.26

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slopes of I.S. 458 I 1971 Class NP4

casted by vertically vibrated technology of following internal diameter.

1200mm dia.

C=0Kg/Sq. ∅=30°for embankment including breaking clods dressing With

all lead and lift and including watering, rolling, and consolidation of

subgrade in layers at O.M.C. to required dry density including filling the

depressing which occur during the process using Vibratory roller 8T to

10T. (E) From Borrow area with all lead & lift.

100 Filling available excavated earth / weathered rock in trenches, sides of 2112.81 Cum 133.65

foundations etc. in layers not exceeding 20 cm in depth consolidating

each deposited layer by ramming and watering.

101 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 853.50 Sq.m. 41.75

cm.depth including stacking useful materials on road side and disposing

off remaining stuff.

102 Construction of compacted coarsed specified thickness granular subbase 861.99 Cum 821.59

(Grade-II crushed B.T. materials of 26.5 mm to 9.5 mm @ 35%, 9.5 mm

to 4.75 mm @ 12.5%, 4.75 mm below @ 52.5%) by providing close

graded material, mixing in a mechanical mix plant at OMC, carriage of a

mix material to work site, spreading uniform layers with motor grader on

prepared surface and compacting with vibratory power roller to achieve

desire density, complete clause as per

103 Construction of compacted coarsed specified thickness granular subbase 1489.59 Cum 1111.85

(Grade-I crushed B.T. materials of 53 mm to 26.5 mm @ 35%, 26.5 mm

to 4.75 mm @ 45%, below 2.36 mm @ 20%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader on

prepared surface and compacting with vibratory power roller to achieve

desire density, complete clause as per

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

104 Construction of 200 mm thick compacted coarsed granular subbase by 94.00 Cum 742.62

providing coarse graded machine crushed B.T. material satisfying MOST

specification (Grade-V crushed B.T. stone aggregate 26.5 mm to 9.5 mm

@ 50%, 9.5 mm to 2.36 mm @ 20% and 2.36 mm below @ 30%)

including spreading in uniform layer with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired density etc.

105 Providing and laying 150 mm thick Wet mix macadam (W.M.M.) using 496.59 Cum 825.23

machine crushed black trap aggregate of 40 to 50 mm size in the material

as per MORT & H specification including premixing the material with

water at OMC in mechanical mix plant, carriage of mixed material by

tippers to site, laying in uniform layers with paver in sub base / base

course on well prepared surface and compacting with vibratory roller to

achieve the desired density.

106 Providing and laying 250 mm thick Wet mix macadam (W.M.M.) using 941.60 Cum 901.27

machine crushed black trap aggregate of 40 to 50 mm size in the material

as per MORT&H specification including premixing the material with water

at OMC in mechanical mix plant, carriage of mixed material by tippers to

site, laying in uniform layers with paver in sub base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density.

107 Providing and casting in situ controlled cement concrete M-25 for P.C.C. 1486.45 Cum 5238.84

retaining wall as per drawings including centering shuttering, scaffolding

where necessary,laying vibrating, curing and finishing complete. (A)

Height from 0.0 to 5.0 M.

108 Providing and casting in situ ordinary cement concrete M-20 for Kerbs / 42.00 Cum 4280.98

Kerb blocks including formwork, curing and finishing complete.

109 Close Graded Premix Surfacing / Mixed Seal Surfacing (Mechanical 293.02 M.T. 3185.64

means using HMP of appropriate capacity not less than 75 tonnes/hour.

Providing, laying and rolling of close-graded premix surfacing material of

20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) aggregates

using penetration grade bitumen to the required line, grade and level to

serve as wearing course on a previously prepared base, including mixing

in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10

tonne capacity and finishing to required level and grade)

110 Supplying and fixing reinforced concrete heavy duty non pressure pipes 152.50 Rmt. 4491.62

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (v) 1000 mm dia.

111 Supplying and fixing reinforced concrete heavy duty non pressure pipes 17.50 Rmt. 2706.60

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iii) 600 mm dia.

112 Excavation for foundation upto 1.5 m depth including sorting out and 227.70 Cum 450.03

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (D) Soft rock not requiring blasting

113 Providing and casting in situ ordinary cement concrete M-150 for R.C.C. 35.40 Cum 3714.04

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

114 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 22.80 Cum 4527.77

Raft and cutt-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

115 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 17.10 Cum 5132.75

return as per drawings including centering shuttering, scaffolding where

necessary laying, vibrating, curing and finishing complete. (A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return.

116 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 16.70 Cum 5373.91

solid slab including centering, scaffolding, curing and finishing complete.

117 Providing and casting in situ controlled cement concrete M-250 for Kerb/ 3.80 Cum 4890.93

kerb blocks including formwork, curing and finishing, complete

118 Providing and casting in situ controlled cement concrete concrete M-250 11.80 Cum 5172.31

for approach slab including formwork curing and finishing complete.

119 Providing & casting in situ ordinary cement concrete M-200 mix and 214.50 Cum 4252.20

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-grooves.(A) Height from

120 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 6.82 M.T. 73243.02

reinforcement including, cutting, bending hooking and tying complete as

per detailed drawings for raft slab, pier, solid slab, kerb block, wearing

coat etc. complete.

121 Supplying pre-moulded bituminous joint filler. (iii) 25 mm size 73.10 Sq.m. 802.87

122 Providing 22.5 cm thick dry stone rubble pitching including preparing the 54.00 Sq.m. 1185.74

surface and making panels of 3.00 x 3.00m with stone masonry in

C.M.1:6 including filling murrum and cement pointing in C.M.1:3 etc.

123 Wall painting (two coats) with plastic emulsion paint of approved brand 31.10 Sq.m. 117.40

and manufacture with on undecorated wall surface to give an even shade

including throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth along ceilings and sloping

124 Supplying, stacking, spreading & rolling of Hard Murrum on road side for 15.00 Cum 374.71

hard side shoulder of work as per specification including filling the

measure boxes of standard size etc. complete.

125 Providing and laying Granular Sub Base Grade I by providing course 98.00 Cum 600.95

graded material conforming to Table 400-2 of MOST specification of

grading I, using material combination of crushed aggregate, stone dust

etc. as required gradation including spreading,watering & consolidation by

vibratory roller in grade and camber as directed.

126 Providing and laying 25mm thick compacted bituminous carpet 32.00 M.T. 2644.18

considering 0.66 cmt./10Smt. stone chips for one M.T. as per

specification, using the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36% by

weight of total mix) and asphalt for tack coat at rate 2.5 Kg/ 10sq.mt.

including heating and mixing the asphalt and stone aggregates by

continuous batching of drum mix plant and transporting and spreading the

same by paver finisher and consolidation with vibratory roller with

necessary equipments oil, kerosene, fire wood labour charges etc.

complete with contractor's own machineries and equipment tools etc.

complete in accordance with the requirement.

127 Providing and laying asphalt painting on B.T. surface with bitumen VG-30 600.00 Sq.m. 28.91

at rate of 5 Kg/10 sqmt. of bitumen and spreading stone dust on painting

surface at the rate of 0.03 Cu.mt /10 Sqmt.

128 Providing and fixing guard stone as per I.R.C. type design including white 6.00 No. 350.80

washing etc. complete. (i) Fixing in headwall.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

129 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo beautile 48.00 No. 375.72

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity grade)

TOTAL Rs.

i.e. Rs. Nine Crore, Fifty One Lacs, Sixty Seven Thousand, Eight hundred Twenty Seven only

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change

as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original

item at the rate of input rate mentioned in all the tender.

5. Credit for 70% Diversion material and dismantalled materials of amount of Rs. 32,45,385.07 must be recovered

from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Chikhli Navsari Navsari

Deputy Executive Engineer Deputy Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Sub Division,

Gandevi Navsari